Loading...
Plans (99) F PS2O 18-00078 1 of 2 ENGINEERING �` GENERAL NOTES � B ; C (D A. THIS PROJECT CONSISTS OF THE INSTALLATION OF A NEW WET PIPE SPRINKLER SYSTEM IN A NEW BUILDING. ALSO REMODEL OF EXISTING ADJACENT OFFICE BUILDING CONSISTING OF 00,,-'�i: / RELOCATION OF , �1,�" G oti OC ION EXISING HEADS TO MATCH NEW CEILINGS. ke -- BUILDING IS WOOD B. COSCO FIRE PROTECTION WORK TO BEGIN AT FIVE FEET OUTSIDE THE NEW BUILDING. / 77506 FE CONSTRUCTION WITH ROOF C. SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NEPA 13 2013 ed. STANDARDS 6-28-2018 1%BRANCH LINE INSULATION ON TOP OF 3%" PIPING CAR DECKING. (COMBUSTIBLE) D. ALL NEW FIRE PROTECTION PIPING:ALL WET PIPE SPRINKLER PIPING TO BE SCHEDULE EITHER SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL PIPE. OREGON - - TOP APIET E. PIPING TO PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE FLEXIBLE SPRINKLER DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 1 3 SECTION c'e /0 `- � TOP OF ROOFill - 201 -0" 9.2.3.4.4. WHERE SYSTEM PRESSURE EXCEEDS 1OOpsi. FLEXIBLE DROP CRITERIA: 48" MODEL 2048 - HYDRAULIC EQ. LENGTH OF: 32ft, MAX 8 90" BENDS /Pr L L . 0'N� �_STRUCT : -. . i1 I 1 _ 11 4 , ,_ z , , 1 , , , x . : ^_� �_ _ FIRE PROTECTION SYSTEMS DESIGN CRITERIAAREAS FOLLOWS: �, I I I I 1 I f f f I , , f f—i , , W ----- , 'I��- .._ , 1 Z I I I _ T.C. ROOF 94t6,6tiVititVIf t f t t I fi f ! f 1 f I i I t TIS,--,-, t 1�1 I i , i f f f i 1 t I f f f f t f F. A.)AREA F IS WOOD POST AND BEAM CONSTRUCTION - COMBUSTIBLE. HEADS TO BE SPACED PER NFPA 13 TABLE 8.6.2.2.1 (a) FOR COMBUSTIBLE OBSTRUCTED - 167sgft CONSTRUCTION - 18 - 0 1I 1' - ; ,, _ STRUCTURE-LOW / LIGHT HAZARD OCCUPANCY, DENSITY: .1O/1500sq.ft., HOSE ALLOWANCE OF IOOgpm. 1 I 171 - 0 B.) ELECTRICAL ROOM TO BE SPACED AT 130sgft MAX PER HEAD JUL 2018 - - - �. . �� _ C. EXTERIOR CANOPY TO BE PROTECTED BYA DRY N ' , , 3 SPRINKLER HEAD AT THE NE ENTRANCE. REMAINING OF CANOPY TO BE COVERED BY PIPING FROM EXISTING BUILDING. I I r r / ' I I G. STRUCTURE IS COMBUSTIBLE IN STORAGE AREA D. NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. CITY OF TIGARD H. PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR QUARTER-POINT OF THE TILE. BUILDING DIVISIQ ! I ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12" OF THE DAECKABOVE FOR UNOBSTRUCTED CONSTRUCTION (STEEL BEAMS LOCATED FARTHER THAN 79/zFt APART) AND WITHIN I TO 6" FROM THE BOTTOM OF THE STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DEGKABOVE FOR OBSTRUCTED CONSTRUCTION (STEEL BEAMS LOCATED BETWEEN 3 LEGEND 1" � FLEXIBLE UPRIGHT TO 7ft. APART). � .�-"�-- � SPRINKLER DROP I � ,� L LATERAL SEISMIC GRACE SPRINKLER i J. ALL HANGERS ARE TO BE INSTALLED IAW NFPA 13. _ - - - - �' K. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDING BRANCHLINE RESTRAINT PER NFPA 1 3 SECTION 9.3.6 (SEE HANGER DETAIL I Q� LONGITUDINAL SEISMIC �—� BRAGE 2%SPRINKLER THIS SHEET)AS PER NFPA 13 SECTION 9.3. - NEW CONSTRUCTION ONLY 6_„�i. RISER(SEE 2 r4 SPRINKLER I L. EXISTING OFFICE BUILIDING IS TO BE TI UPGRADE ONLY EXCEPT SMALL EXTENSION OF FRONT FACADE AND NEW CANOPIES. 4-WAY SEISMIC BRACE MAIN DETAIL) --i M. FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECT ION 9,3.2. Q4` PIPING ELEVATION ` I N. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. ¢`` {CENTERLINE) ELECTRICAL CONFERENCE H I INTERPRETIVE 0_ THE FIRE SPRINKLER SYSTEM IS TO BE HYDROSTATICALLYTESTEDAT50psIABOVE CITY WATER PRESSURE FOR AMINIMUM OFTWO HOURS. CURRENT FLOW DATA TO BE VERIFIED PRIOR *°` ABOVE FINISHED FLOOR ROOM ROOM LOBBY TO TESTING. go PIPING ELEVATION 205 I _201 .i 200 P. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER HEAD CABINETATTHE FIRE PUMP ROOM 24 HEADS TOTAL). e,° (CENTERLINE) UPRIGHT SPRINKLER TO BE I Q. AUXILIARY DRAIN VALVES SHALL BE INSTALLED WHERE THE VOLUME OF TRAPPED WATER EXCEEDS 5gal. IAM! NFPA 13 SECTION 8.15.2.5. INSPECTOR TEST AND DRAIN VALVES SHALL BE * BELOW BOTTOM OF DECK INSTALLED WITH DEFLECTOR ft 22" 1; u HYDRAULIC NODE POINT BELOW DECK(OBSTRUCTED INSTALLED AT EACH FLOOR CONTROL ASSEMBLY IAW NFPA 13 8.17.4.2.4 CONSTRUCTION)PER NFPA 13 I 4 R. ALL MATERIAL TO BE U.L. LISTED AND FM APPROVED FOR FIRE SPRINKLER USE, r - 1 HYDRAULIC AREA OF 8.6.4.1.2 AND COMPLY WITH 8.6.5.1 2 1 S. DIMENSIONS INDICATED ON PIPING REPRESENT THE SEGMENT LENGTH AND/OR TOTAL CUT LENGTH FOR ALL WELDED PIPING AND CUT LENGTH FOR A LL THREADED PIPING. I .I OPERATION BOUNDARY ' j T. ALL DRY TYPE SPRINKLER HEADS WILL BE MADE INTO THE FITTING PRIOR TO FINISHES BEING COMPLETE IN THAT AREA. DRY TYPE HEADS ARE CUSTOM ORDERED FOR LENGTH AND - FLEXOROP TO PENDENT ] I. GROUND FLOORdim HAVE A LEAD TIME OF APPROXIMATELY 3 WEEKS. 4 SPRINKLER a - 0" U. DRY SIDEWALL SPRINKLERS TYPICALLY USED AT DECKS AND CANOPIES, THIS WILL REQUIRE THE EXTERIOR WALL FINISH THICKNESS TO BE FINALIZED ALONG WITH THE ELEVATION OF .,•..»•..FIRE RATED WALL 1HR i ANY EXTERIOR STRUCTURE. DRY PENDANT SPRINKLERS TYPICALLY USED IN ENTRIES OR FOYERS, THE FINISHED CEILING HEIGHT WILL NEED TO BE MARKED ON THE BUILDING ALONG PARTITION WITH LIGHT LOCATIONS EITHER MARKED ON THE GROUND OR CAN SET INTO THE CEILING. IF THE CONSTRUCTION SCHEDULE DOES NOT ALLOW FOR THE FITTING TO BE LEFT EXPOSED r in r FIRE RATED WALL IHR 4"UNDERGROUND BARRIER LEAD-IN FROM UNTIL AFTER FITTING MAKE UP. COSCO FIRE PROTECTION WILL NOT ACCEPT ANY BACK CHARGE(S) FOR PATCHING OF ANY FINISHES LEFT OFF TO FACILITATE OBSERVATION OF THE gm•+a FIRE RATED WALL2HR li WATER SUPPLY FITTING MAKE UP. BARRIER AFF ABOVE FINISHED FLOOR BUILDING SECTION AHJ A ISGDICTON IAW AVING IN ACCORDANCE WITH E-12,) NTS NOT TO SCALE I:HV FIRE HOSE VALVE SCALE: 114" : 1"-0" ROOF DECK GLU-LAM BEAM -- - PRV PRESSURE REDUCING GLU-LAM BEAM--. VALVE �, DR DROP(PIPE SIZE x WOOD PL?RLIN 112"x0'-4"THRU BOLT R 112"x0'-5112"THRU BOLT RN RISERTNIPPLE iPIPESIZE c ,, 'N:IN . \ LENGTFI) KEY PLAN yrs"SAMMY I 3"CAR DECKING AT ROOF TOLCO FIG.980 UNIVERSAL ti I SWAY BRACE FITTING TYP. " DN *PIPE SIZE x SIDEWINDER + TOLCO FIG, 980 UNIVERSAL r' LENGTH) 4 , SWAY BRACE FITTING TYP. r' a.-, ., - SIZE x LENGTH) �-- UP uP{PIPE 3/8" BTM SAMMY SCREW Hydraulic Information - Building F r , Remote Area 1 X13"x 1'-2" ii a i �j OCCUPANCY CLASSIFICATION Light Hazard y �` ALL THREAD ROD = � 3/S ALL THREAD ROD f,e '. ,' ' QDENSITY(gpmff 2) 0.10 for 1500ft2(Actual 1158ft1) A _ % /AST �� z t]UICK RESPONSE REDUCTION 1J3'-0 Celiing(28.0°b) 1080ft� ' ^ [ �I0,// STEEL PIPETOTAL HOSE STREAMS 100.00 i'" " \' - LATERAL BRACEFIG.200 ADJUSTABLE { \ STEEL PIPE '� C FIG 200 ADJUSTABLE /' ik, RING HANGER 1 0. K� g TOTAL HEADS FLOWING 14 E �;�_ --- PPE CLAMP OR 0 [*I N ry RING HANGER �, r� I- K-FACTOR 5.6 --- _ ._ TOLCO FIG. 1001 TOTAL WATER REQUIRED 332.68 WATER FLOW INFO �`��,,` ` SWAY BRACING PIPE CLAMP d E 0 STATIC: 98 PSI E TOTAL PRESSURE REQUIRED 52.103 4? ¢ t z SAFETY MARGIN (psi) +44.892(46 3%) RESIDUAL: 4, PSI SAMMY SIDEWINDER SAMMY WOOD SCREW #101 LATERAL SWAY BRACE 0w :1" " FLDWING: 4,764 GPM LONG. SWAY BRACE ull "NOTE: AREA OF OPERATION REDUCED 28%IAW NFPA 13 it 20 PSI: 3,494 GPM til E al E a SECTION 11.2.3.2.3 WITH A MAXIMUM CEILING HEIGHT OF 18'-0" DATE' (16107/18 •C Eo E '0 AND INSTALLATION OF QUICK RESPONSE SPRINKLERS. LOCA11C i SOUTH ENDO 85TH AVE. LL 9 (j m "NOTE: AREA OF OPERATION DESIGNED IAW ROOM DESIGN INFO FROM cm(OFTIGARD PUBLIC WORKS b METHOD PER NFPA 13 SECTION 11.2.3.3.1. PUMP GPM! NJA I PUMP PSI: NA I TYPE: NIA aD1VIIIIAIOD aQOD c - (NC )A BIr . - � ;‘-k" 'A' UPRIGHT SPRINKLER TO BE INSTALLED .. .EL & CM WITH DEFLECTOR @ 22" BELOW DECK FIRE RISER ASSEMBLY - DETAIL A FDC ASSEMBLY - DETAIL B u SPACED © 168sgft (OBSTRUCTED KEYNOTES: KEYNOTES: 1d to CD CO CO CONSTRUCTION) PER NFPA 13 5.6.4.1 .2 #101 LATERAL 4" SUPPLY DOWNSTREAM OF BACKFLOW 11 �` z�/x21/x SINGLE PORT FDC Y AND COMPLY WITH 8.6.5.1 .2 SEISMIC ZONE PREVENTER ON SITE UNDERGROUND CONNECTION WITH CAP v ' T =, _ _ �. :a T - 3 1W MAIN DRAIN DISCHARGE TO S �' r 3 2'/" FLEX COUPLING 2 THRUST BLOCK PER NFPA LINES TOINSTALL I - - M - --- MS MI I• IIS INN ! .NM ATMOSPHERE 4 2'/" vICTAULic CHECK VALVE z § o m o 4 2h FLEXIBLE COUPLING 5 2'1"x2" GROOVED REDUCER Y Y 3 BE _ x >\ 5 4x2'121/x2 CONCENTRIC REDUCER 10 6 2" FROM SYSTEM `� ' MIDPOINT BETWEEN BEAMS RESTROOMI \3' 6 W 200psi PRESSURE GAUGE 0 202 --- - 4 AND 3-WAY VALVE0 L....,... �, 0, w 01 • • • ♦ • • • • ••• • • •• •• • • • • ••e ' •r • 9'-O" • �►•••♦••♦ ♦•• •• ♦ rr • • • • • • • • ♦ ♦+ ♦ • •• • ` ' �, 7 2'/2" BUTTERFLYVALVEwfTAMPER `�`" Y BRANCH LINES TO0 w • * l02 105) 108 4 ;O 8 2" DERINGER DCDA WITH METER0 c "}- : • I12 rb (CUBIC FT) �,.. BE INSTALLED WITH �o Q � r I9 1%"AGF INSPECTOR'S 0 �� , a • 7�♦ . � • X--`, X-, -5 TEST& DRAIN VALVE 8 SLOPE OF ROOF _ • �•, _ M co . 4 ,ro : I ' 10 2 h" FLOW SWITCH �"�- JANITOR �o O - - SINGLE PORT FDC TO 11 2/z OUT TO SPRINKLERS 0 -203 -41' 'wayv� _ ' C `',a, e9 �- - co .. ,~`.. 1 `_�' «�•�1�- a) A4O ►\4 BE INSTALLED AT EN 12 THRUST BLOCK �,: 9z j ` -I �I>,. as �! v-,,.. -,• ►.1 o -1 2 1 1 D ,, 0 b `p ` ' r- � �� OF MAIN NEAR PARKING ` FDC LOCATED ON NORTH SIDE OF BUILDING 60 z°iti ,OPEN ,� 11 r— p Q� �-- •• • . • • •• • • • • 1 • • • •• • • • • • • r • $ • • • , ♦r•r • ♦ ,, • • LONtei, „i ��..- �,o� N , i Ir-` F: +�V-4 r-1 . I / I•' • 7 t..�$� •'1►' Ad00 a01AA0 0 •rl 4 e y a>r 7ii �': AREA - DETAIL B i. _ 5'-2 9 f'-6 T'-7 fi'-5 •• 14-0 5. 1 fi-0 » ' ,;\ 7$'-0„ • N. ••• •Nt• • • •• • • • • • • •• • • • • • • • •• • • r • . • • • .21 • • • • • • •r `L - SEE RISER DETAILA --�� ` �; - `° r- -:r 10 : ; 110 - 0 2 s THIS SHEET 6 \a �� 14'-2 #201 LONGITUDINAL h I - 6--L :amQ •I-�-. :�g o ' �, ` / , �� 12 8 0 SEISMIC ZONE o s�� •# �;'"s -4 c 2 o RESTROOM °O '`+ o '• CONFERENCE • 6 LWt,,,�uO-6 I u'C5'c�3 :#I;�II ,a� w o m 204 • 1 Room 100 • 103 • 109• ) :DLO - °v 201 1• •« ~��+� • [ fpano�dciV ��is 1-8 p VIDEO • 206 ;:OPEN ' ' EXTERIOR 1 .4 ' ' -0" ' • o tea— PROJECTOR • �' 1 SCALE: 1/2" = 1'-0" # :e �- r-• ;i I SCALE: 1/2" = 1.-0" OLL AO A.LID WM3 110d 3{I��I +004 �, HVAC UNIT o o • °' .... [ � � T-- ffr INTERPRETIVE FP-1 y 44-3.)1 , • • LOBBY l 0 • • , • • 200 N I STEEL PIPING ARMOVER WITH SITE PL7.7., C! V d d CI d 1 D4 107 \ �� 1"THREADED COULPING TO FrpRZKLER / i • •T \p w i \ _ �J ' ! ` ► • � J r _�rl VJCFLE)C DROP r� CSCNO • N T CV CV �� r -' t•-^ CV ' UNDERGROUND ' ',C05CD FIRE WORKTO START 1 1 1 ,:�• I ' _1 _I ♦ �, Ly VICFLEJ(DROP / 5•-0••OUTSIDE OF BUILDING �� itf ' WJ• 101 FROM SIDE OUTLET —VICFLEX �.r .. I`-" a CC z • DROP FROM NEW DCCSA TO BE �``' NEIN FDC TO BE '�""� w Ll f t wl -- - • I�OPEN f ' \. . . :� - • 21: PENDENTSPRINKLER.IYR--� TOP OUTLET INSTALLED IN 5STEM RISER NG F .+'` r� F"N~`- LOCATED ON PARKING3 SIDE OF euaD1MG t� Ut i VuJVJ Ya)f ELECTRICAL , � -. _� • ' � �. 1 / 1111*011,/ �. - • � � rn ���TYPICAL BRANCH LINE � _ a?) R000M " "' I� �' o , BA5IGCEILING VICFLEX �� 0Mrw ` • _ `-r �a2 EXISTINGb , h... o w• ' DEVECE \� CEILING UNDERGROUND t f♦ I I ' • BRACKET, �� CC RESTRAINT PIPING HANGER . r•- ,��-, (CO),� . . .1--"'-- .�, ,. '� _ �- Oz� IAW NFPA 13 TABLE 9.3.6.4(a} >,��` 40 • <°• �� �;�� ,..1.".3 �],' `.K I �,. �- oc� �r�\ '•` I ArC( , _0 ,, - , . ; ,r------ , .: +V �� NO WORKX SYMBOL i \-\ : 1---- ��; /� />1.. � ��• Cl- ;EL Dag a Il NEW 4"U G. • , ' ' EXISTING 6" • $u,I b,nQ tiV. •♦� UNDERGROUND `' g OTHERS)F•,, 0 1 �"� ';$4,Cce: . ....,,we i : a cc , ., • 111,:c!../._ _ iI ♦ ' 106 110 } NP11011.�. rti �'• ,.... MIS- - = r i . ..-_ r p10'-0' • 3 I - '~ ,, L •• • . ir • • - • ••♦••• •♦ ••• • • • •• • ••♦ ••• ♦ • • r • • • • •41 • •• •• •••••••• • DRY SIDEWALL WILL L. . { :tiz �.%. ; '~ ==1 w i ., (� COVER UP TO 15'-0" EXISTING 6" , J ;�: �4,}f UNDERGROUND— I - I ,• h{4:: APPROVALS REQUIRED OF EXTERIOR BASIC CEILING `—ACOUSTIC OR GYP I 1 _ J CITY OF TIGARJ] -_ I� Mt _ ilii DEVICE BOARD CEILING SYSTEM I 1 i -- .. _ � . - - _N CANOPY - REMAINING I 1 PROFESSIONAL ENGINEER i _ ---,- '-r����~� �t _ � �s�6UILDING D IS STRUCTURAL OFCANOPY TO BE WORK ONLYNO FIRE 1 SPRINKLER MODIFICATIONS SUPPLIED BY DRY TYPICAL VICFLEX SPRINKLER SEE CIVIL DRAWINGS , REV DATE DESCRIPTION +J f'� ,f] .} * (� FOR ALL SITE 71I-.---•- STRUCTURAL WORK IS TO ADD 2'-1 0 51-1% 31-01h 3'-6 . I.. r 4I-0 3-6 3-0 LJ1,•0% 3-1 1� UNDERGROUND DETAILS r j ROOF REINFORCEMENTATTHE """""• -11•..-wal—eim--ma/1--11.0.-ellti 311100-1•111R 1100-,01111-111,0-‘6111-11110-NonSYSTEM IN ADJACENT 0 DROP CONNECTION AND CONNECTIONS Y SAMEELEVATIDNSASEXEST3NG BEAMS, EXISTING SPRINKLER COVERAGE IS INSTALLED TO BE BUILDING UNDER STRUCTURE FOR SCALE: NTS (.- -- _.. OBSTRUCTED CONSTRUCTION 4 11111 BUILDING F PIPING PLAN NOI133dSNI -WNW i.v \ 1 1.0-0 i dLJ3INI 'LID ltd 31da1I11H30 PROJE:T SCALE: 114" : 1-0" ' SDNI 13ZISa3/14 ISM!.OWWU:1MVW NUMBER 24P❑51 99 t> i HONI-Z LIO MGR EL t/dAN ©3131dW00 DESIGNER DATE U31)JNII.1dS 3 81X3-Id 3QIAOUd 3T/31d TIM C 06/20/18 I U3H113 3QIA01:1d SHEET 1 OF 2 FP-1 • ENGINEERING F G 1 . . j K ; L i m N ( P ) ..oz , ,N,________. J I �" 77506 PE .----- -----,„N r-------- -- / 6-2$-2 18 r 1 r \ f ! _ OREGON ( I I r I I �. 9N E8��, B � \ ) '`� 1 SEE SHEET FP-1 FOR BUILDING F PIPING PLAN F,�Rr 1 D ���P L . Q , T . I EXPIRATION DATE:12/31/18 I HEAD LOCATIONS TO REMAIN IN H 1"I 1 O EXISTING LOCATION. REPLACE E t1-9 • 3 _ 8-�� ALL FINISHED DROPS WiTH FLEX Al PIPING AND CENTER AT '� * . '. =y ' I ' I 6 QUARTER POINT OF CEILING TiLE QU I :1 T I I, ' -� I I ' 11 I I I� LI,I I jI_ I I I I Li;I ' ---L-22I' t �'-"�""r-" PENDENT HEADS IN VESTIBULE& HEAD LOCATIONS IN OFFICES TO DRY SSU FROM BUiLDING F ""` "�' �- VESTIBULE RECEPTION TO BE ADDED FROM REMAIN IN EXISTING LOCATION. LEGEND (11---\\ SYSTEM TC)COVER 15ft x 15ft OF '' • EXISTING WET SYSTEM. DRY SYSTEM REPLACE ALL FINISHED DROPS CANOPY. THE REMAINDER OF 100 PIPING THROUGH AREA IS ONLY FOR -WITH LEX PIPING AND CENTER EXTEND PIPING TO NEW OFFICE - LATERAL SEISMIC BRACE _ CANOPY TO BE COVERED BY i NEW CANOPY PROTECTION. AT QUARTER POINT OF CEILING FOR NEW SSP HEAD -CUT IN "' 1 imam . 7 - IgA i !' _ J PIPING FROM THE DRY SYSTEM MECH TEE IF NEEDED Long LONGITUDINAL SEISMIC BRACE OFFICI E__ �'. LOCATED IN BUILDINGA TO '- _ I 1 r tr- �,1 II�7 _ -__ _.�—s� r .. �� _. a-way HCC TEL! (�QN F_ ri 4 WAY SEISMIC BRACE _ RECEPTION _i_ ___ _of_ 1 iiii 17 • . . 1 6 163 OFFICE OI FFICE OFFICE OFFICE OFFICE i OFFICE �� PIPING ELEVATION I' • • ® l� �� 101 I ,O� {CENTERLINE} c 2 --- r 4 E '.� 107 li 109 -_.�__ __ -______�.___ �_- �' ABOVE FINISHED FLOOR I i • _ _�_ - - _ _ _ 103 -I�--- I-1Q ,165 1 - 1-C _ -— _ i ADD. 0� PIPING ELEVATION . I 5 _ ® * I-_ ® • • • — *V I I:1 ir �� BELOW BOTTOM OF DECK i • t (CENTERLINE) -I1 — -- . , -., 1 n� 1aI 1 �c-0" I ,Orr: �ia wo:I is HYDRAULIC NODE POINT - - - i _ , 3 HEAD LOCATIONS TO1 - - - 1 -� l'.01111'41; HYDRAULIC A F REMAIN IN EXISTING I I I f I _ , "� {. n _ I OPERATION BOUNDARY LOCATION, REPLACE --� `` • , RE f EXISTING I :::t4t,1:tv.:;'r:t4:411ar'i;•:•:::4'‘_i.0,•4:- • .♦• - . • \__ / _ S,SYLJ -T -. ---.- I C - - --___ -.------- I e� 'ALL FINISHED DROPS \ _ _ ,- - - - - - � I ; � - FLEXDROP G FENDEMI IWITH FLEX PIPING AND • �C-4 itr � HALLWAY I ` SPRINKLERTT CENTER AT QUARTER '� il1 ih `� ,a • j • � � �♦ FIRE RATED WALL iNR POINT OF CEILING TILE - �����~rI _ oo f � +� 11� i � � � �iCCJNTRA�T ->� �Ii 1 . � . ,—r_ HEAD LOCATIONSTD I �,�. , PARTITION 1b m REMAININ EXISTING - —I Li� I � i � � FIRE RATED WALL 1HR ! f LOCATION. REPLACE ALL ip_+lr ��- ' �' ;' I _ _ _. � � 1 x 1,� � BARRtEftf - - FINISHE❑ DROPS WITH _ -� f. - ^ E 'bACOUSI ICTILES IN ■� FIRERATEDWALL2HROPENOFFICETOBEBARRIER, 9 . —7-1--- I - FLEXPIPINGAND CENTERso cr 1 � ri�1++ R �. TIGHT TQ BOTTOM OFAFFABOVEFINISHEDFLOORAT QUARTER POINT OF 129 ,cr-s; _ �1 • ® *�-� 1 Ig�f` � �► + �i STRUCTURE- AHi AUTHORITY HAVING • j ''1 01 i ® j1 CEILING TILE I ►'�� �/ 0�� { JURISDICTION •_ _�1�� 4 '� I�' ► 1 TO COVER BELOW AN❑ i �� RELOCATE SSU HEADS + 4; *1 lAift IN ACCORDANCE WITH i I I 0 i OPE". * "!` �!it�r !� TO 8E MAXIMUM 12" NTS NOT TO SCALE a . F FIR E VALVE 9TIC 9 HV E HOSE A[a TOPIC Arno ''�'' ' FROM DECK lk I i 1 o u • • BY � p CLOUD _ . 9 . i E ..X14- ���' tirr ! ••••le4N, L BPRV PRESSURE REDUCING I 3 _ fl Ff#CE O. D�r�iC ►SII► }'� VALVE 1 ! ; 1 I i 102 125 i'4- ' �' .v "'4 d DR DROP(PIPE SIZE x I SEE CONTINUATION ON ; _ — I • ® I 12 , 122 119_ ,�� ► 4' ►♦ ,,,` LENGTH) . 0f AREACSDDRAWING ►�I 0- 1 ►� RN RISERNIPPLE'PIPESIZEx 0 1 * 4, 401404 - ' 1 - 44,40.444. LENGTH) ic-cr -� " • .�1r► r",c DN DOWN(PIPE SIZE x .. \ . .._ L ,air LOCATION OF 2" ; ' k '1 �� LENGTH) RELIABLE DRY OPEN �' t UP UP(PIPE SIZE x LENGTH) 1 1 . [ 6 I 0 I -MENS _ LI - it-o' VALVE-liE IN 2" "nlc , F I ► STOR ' _ --�---- �- I I cLouw C� � 1 �r - o OFFICE _ - ! ��i♦ el I II • 126 ® PIPE FOR NEW �� 1�1 F' I• -?_. __i - 118 � � � � � II 5, - LIBRARY ® - EXTERIOR CANOPY (5 124i •I 44/00411r 1► r - r p� CLOUD RELOCATE ' 7 ;�". x '! � O TIC i i Of ��r „F p. a ••ilk a z z rn REgE VING I� 131 TI E RI STOR • -= 10,110 NO AFS PER NFPa13m ►- rOg,�. s.�.. t' ., � "Fy" PR JECT � Nb. .� ,' �—-OVERHANGIS LESS � O � cr) u1C`1 F r �, 166 7 ? — al gKYLk;'T — '► � � �►l�i�! !,r�. THAN 48"WIDE z v x a U FFfC._ __ 127 - SEE CONTINUATION ON B' =� I I 1 AREA D DRAWING ,� R I' . I ENTRY 2 �, - ' 4 NO AFS PER NFPA 13 _ 121 - -OVERHANG IS HAL Y -x 115 LESS THAN 48"WIDE • ® • • : • ® • • — - u I 10,0-. ,� 4 I i0 ° ` ua a• a o ` I- I S 111111111.16 MECH / 1 i 5 la �{ Nr r CV :41r ELEC v - v t" \ 1Y" t . . t" ~'---_. 167 c.J 1040 +1 f � � �, tsm LOCATION OFr FIRE SPRINKLER PLAN - AREA A — R 6 6 RELIABLE DRY VALVE - I1\ _ _ TIE IN 1W PIPE FOR NEW �' �` - ' EXTERIOR CANOPY , �- ��+ SCALE: 1/8" : 1' 0" . c I�-- o w 1 ' :' 1 3 �._g ALL DRY HEADS TO SPACE ABOVE 5'_t1 - � '� ,, `� v C Y . --~ c 33 BE INSTALLED WITH EXTERIOR SOFFIT IS ° t .4 u .Q RETURN BENDS COMPLETELY NONi m COMBUSTIBLE J d Cf o d d d ce OPEN TO -- ATMOSPHERE C 2 BETWEEN SOFFITS �� � „„____ __,..... 0•r_ C D E ), ., F H 7,_ ___, , 7, J\_._,..._..„ K I I I I1- 46 ,..,__,., k ' — I t- I I I I —! I I 'I FIRE SPRINKLER PLAN AREA E — — ,. , . .7 \,,, „ .., pitiViAllcloreretir �. , ,. , , .. '.,,\ ,,, I:* .NIIIF ... iir �.` . _ . � _* i N \ .."44 441' SCALE: 1/8” : 1 —a , 01 tie 111, w • • " IV� i-- Xif. - - q4- - , 4. ,. • z Ve 01 F- f4` SEE CON, ,, , L ill • , 40 riP. ****4.400870,44- IsTii 0IL 00_ 00 00_ co TINuaTION ON l / 441 1 AREA A DRAWING .404 , ♦ .0 m I AO FIRE SPRINKLER 4HIX: '.. !. r b i ♦♦ WOMEN'S - - I i1� ♦� I�► ♦ I �# ;>�►+ I►�i4,♦ 2 P � m2, L MODIFICATIONS L �► lit,,A.rw,40,,,,, 11,' ►� ♦ ►♦� f ♦♦� �. re 2 2 2 x 2 LOCKER ..� ♦ ♦ ♦,R_ i, ♦ 5 } INSTRUME 1 k ( ELI CTRI '° I • iJ.0-N�.H - ' ADD � �`�►♦ i�' �► ♦ at 150 WOKSHOP 4w �!RISH a �M�. ♦, �+ .�. . m ♦ 2 141 .a f / , ,4 '' < Thi . FIC �► plelP# iii -r" ./ p l '� I I ►� , , x _ I 1 ` ` ' DEMO �h♦ � ♦ ►♦♦♦♦♦♦ ♦ ♦♦ )401 :10.4.STEEL PIPING ARMOVER WiTH / �_ - If.47 i � �� ' 4 ♦♦i ►�1"THREADEDCOULPINGTO\ SPRINKLER HEAD LOCATIONS TO REMAINiN — — — I 4 ,. , .7 ih♦♦ ',+2 ►�♦ ♦ -�+ ♦ ♦♦ • � � FLEXHEAD DROP PIPING EXISTING LOCATION. REPLACE , ] �` i` ►#+ '� ♦i ► CO ALL FINISHED DROPS WITH FLEX rmili, -. S. ♦� �♦ ♦ '! , ♦ . ' PIPING AND CENTER AT1 • o $.44.4: •£ ££L .£®.AA4116. AIiikA£A �A££ A z FtEXH1 AD DROP QUARTER POINT OF CEILING T1LF� MEN'S j • �- ♦ ♦ ♦ I*r'"1 * �► �i i #i s�. o FROM SIDE OUTLET \ \ /—FLEXHEAD f - . * / I 4114. lir: �••I1 DROP FROM6 , L( CKE �IP NDENT SPRINKLER TYP—N i TOP OUTLET r l� _ .1 .-- r1J ' �_—, ` s t r a e ' ;I , / X_l /. _\_ _ r X _ '=4. s, moi ♦ ' :1),(4,-,'''I'A �d ' ��154 ' ,• ' ! iillp x iLk ♦♦ ► �►�►♦ � ► .,� � /HALLW - - �► i ` . x 1 +� •. `.Y' ,0'> ♦ 1147► ►♦ -r o o °o BASIC CEILING —FLExH EAa # 7 I II ► � " �' I' / ♦♦ °� 0 8 tr; N 1, €! DEVICE 4, CEILING . 1_" - , �. '�� .I• ,wwv 4. /� `' q,;� \ BRACI4ET, • _ _ -- – — op, ...�_ i7 \ PiW !G j„f, �' #� � � �.I r.�' v> C FIG.92 I • �► �.F” ` ► i�e'�►"♦ ♦ 4_, >=QE LOCKING THREADROOF DECK �� IBEAM CLAMP ` acCONNECTION . 7 \ . f ) 1.�� ..� ,�R, `'� v �C5 1 ; 'BTM OF CORK i` rilit '41/ / �_ Ifs . ___--- .11�1 �1.4l�� �. .��... i� p METAL DECK I f r , r I I -y a C � I ® • ®• ,o a �r / ' ,/ '�, i +�I _ } '�� - M1 9 c3 _ L -�A X-PRESS SCREW / * i ,` / / ti./ I-'-1 o m , 3/8"ATR3 - - \ I 4 • --- - I �. IA = go -- g-�= ELE MECHIV �.` E&! GA� �G 3-�--� 12-1 VA C itX) '� • _ FIG. 200 ADJUSTABLE �. ? -- A 4:6...tiflik- # ;..1• 4-i >C9L) R / - NO LOCK VIEW A_A RING HANGER , 1 • ADI7� ! .- \' �. r - 4-,++ FIG. 69 NUT REQ'D .; ,� - _ =f BASIC CEILING ACOUSTIC OR GYP 9-b' ,al{r r' • ��• �+ ' a RETAINING STRAP ,�•'�— 0 I i :- a��a F�, �` _`'� DEVICE BOARD CEILING SYSTEM MENS / NC) FiRE SPRINKLER f g' 318"ATR NOTE:MODEL XP20 SUPPORTS 2" PiPE AND SMALLER REST-ROOM MODIFICATIONS 4 ,, ,'� ' 1'/�,{J 1'/<, 1yG" 1• •�•• S= rt ,0'-5 , \ i 3-7 11 1;3-6 10-0 //'''''' ,,� IN 22 20 GAUGE STEEL �' (� .., a� , � , - , jj? *.� y 2. MODEL XP35 SUPPORTS 3-1/2" PIPE AND SMALLER — �" ; 4;. `RIG.2fX1ADJUSTABLE IN 18-16 GAUGE STEEL TYPICAL FLEXHEAD SPRINKLER 15 I^, RINGHANGER ,a,:a, { - �• � fDROP CONNECTION ® x ►' UPRIGHT HEADS #1 TOP BEAM CLAMP #22 SAMMY X-PRESS SCREW I ° ® eDE,,,,Q MENS LINEN ' -� UNDER NEW W SCALE: NTS -9 } O WOMENS 151 \ ./ �\ / 16‘.. ' >, III EXTERIOR CANOPY r�/ yr / I .y, L,J. 1!<Iw L I IYi 7-1-7. -- ALL DRY PIPING TO I- �• 1 5^a I BE SLOPED PER C[ 10 o' I Z 0 NEPA 13 Wc�7 O_�� t" 1✓i 1 v�„ 1.. (� r� w �- inti. i I ,.. 0 14-10 " 1 11 Q 7-6 3�-8 C. 0 (1) CD leZL N- 0 Y O) cc PIPING FROM • 1 0 / AREAE DRAWING • I i ° ���- LOCATION OF RELIABLE 4 !>� F O O GENERAL NOTES ,�' ° ° ' DRY VALVE-TIE INI'�," w V w — -.• _ - , - - - PIPE FOR NEW C3 Z Z , .� - EXTERIOR CANOPY _I - Oce O z ilr A. THIS PORTION OF PROJECT CONSISTS OF REMODELING EXISTING OFFICE BUILDING -- RELOCATE OF EXISTING HEADS \ i © i • ADD i ,:ii.,-0---" cr' r, 1' Zvi r' �_ < Uma TO MATCH NEW CEILINGS AND ADD NEIN SPRKLER HEADS WHERE NEEDED FOR NEW WALLS. HALLWAY ; • t�4� I 14-10 1 -11 D 7-6 3-8 m a F. ��Q B. SPRINKLER SYSTEMS ARE DESIGNED BASED UPON THE NFPA 13 2413 ed. STANDARDS. - 2"0 , 7 C. ALL NEW FIRE PROTECTION PIPING TO BE EITHER SCHEDULE 10 OR SCHEDULE 40 BLACK STEEL PIPE- �p X10 a SYMBOL LEGEND - '"!,� _ � I `= Z � D. PiPING TO PENDENT SPRINKLERS SHALL BE ACCOMPLISHED BY USE OF THE VICFLEX BRAND FLEXIBLE SPRINKLER ` 1 1 DROP. THIS INSTALLATION ALSO SATISFIES THE REQUIREMENTS OF NFPA 1 3 SECTION 9.2.3.4.4. WHERE SYSTEM • . a, . ,.., +b ALL D ZY HEADS TO \. DEMO0 Z EXISTING SSU �-�'' BE INSTALLED WITH �, w PRESSURE EXCEEDS IOOpsi- VICFLEX DROP CRITERIA: 48" MODEL AH2 - HYDRAULIC EQ. LENGTH OF; 32ft, MAX 890" ' L14UNDRY �: RETURN BENDS i J S BENDS * EXISTING SSP HEAD \� • I 155 .a I 0 E. EXTERIOR CANOPIES TO BE PROTECTED BY EXTENSION OF EXISTING DRY SYSTEMS, EXISTING TANK MOUNTED AIR ■ • i SPACE ABOVE m LI ,, Q EXISTING HSW �' EXTERIOR SOFFIT IS COMPRESSOR TO FILL SYSTEMS TO 4Opsi IN 30 MINUTES. - ELEC -- • COMPLETELY NON APPROVALS REQUIRED F. STRUCTURE IS COMBUSTIBLE COLUMNS AND BEAMS 1N STORAGE AREA D. REMAINING BUILDING 1S COMBUSTIBLE NON-COMBUSTIBLE STEEL COLUMNS AND BEAMS WITH METAL DECKING ROOF. © NEW SSU HEAD 161 - yI cITYOFTIGARD G. PENDENT SPRINKLERS INSTALLED WITHIN ACOUSTICAL CEILINGS SHALL BE LOCATED IN THE CENTER OR 0 NEW SSP HEAD .1 - r PROFESSIONAL ENGINEER QUARTER-POINT OF THE TiLE. \ - - OFFICE H. ALL UPRIGHT SPRINKLER DEFLECTORS ARE TO BE LOCATED WITHIN 12" OF THE DECK ABOVE FOR UNOBSTRUCTED OO NEW DRY SSP \ • I 156 CONSTRUCTION (BEAMS LOCATED FARTHER THAN 71/2ftAPART)AND WITHIN I TO 6" FROM THE BOTTOM OF THE FLEX PIPING ' REV DATE DESCRIPTION Ax" STRUCTURAL MEMBER. MAXIMUM OF 22" FROM THE DECK ABOVE FOR OBSTRUCTED CONSTRUCTION (BEAMS •• - I \ I LOCATED BETWEEN 3 TO 7ft. APART), \ HANGER LOCATION \ HOL EKEEPING I. ALL HANGERS ARE TO BE INSTALLED TAW NFPA 13, NEW LINE ` • ! _ � _-_ OFFICE J. ALL NEW FIRE PROTECTION PIPING IS TO BE PROTECTED FROM DAMAGE DUE TO EARTHQUAKES INCLUDING .� ,1 , , 157 I BRANCHLINE RESTRAINT PER NFPA 13 SECTION 9.3.6 (SEE HANGER DETAIL THIS SHEET)AS PER NFPA 13 SECTION 9.3. =mom= NEW MAIN ` / 7 \ / ' I I K FLEXIBLE COUPLINGS ARE TO BE INSTALLED AS PER NFPA 13 SECT ION 9.3.2. AV f 1 ',.,- x ',,<' '.',,' • 'A, \ 1( I , ,7 %, It F L. ALL ELECTRICAL CONNECTIONS AND WORK IS BY OTHERS. x'-x" CEILING HEIGHT _-----.7-, M. ALL NEW FIRE SPRINKLER PIPING (DRY SYSTEM EXTENSION) IS TO BE HYDROSTATICALLY TESTED AT 50psiABOVE CITY FIRE SPRINKLER PLAN AREA C & D a "ROJ 24PD51 WATER PRESSURE FOR A MINIMUM OF TWO HOURS. CURRENT FLOW DATA TO BE VERIFIED PRIOR TO TESTING. 99 N. SPARE SPRINKLER HEADS AND MATCHING SPARE HEAD WRENCH ARE TO BE INCLUDED IN TWO 12-HEAD SPRINKLER � F f -- DESIc.'�ea DATE . HEAD CABINET AT THE FIRE RISER AND/OR DRY PIPE VALVE. �� 1`-0" °SCALE: 1t$" : 1.-0 �. TIM C 06120f18 SHEET O. ALL MATERIAL TO BE U.L. LISTED FOR FIRE SPRINKLER USE. 2 OF 2 FP-2